Seismic Risk Analysis of Subway Station Structures Combining the Epistemic Uncertainties from Both Seismic Hazard and Numerical Simulation

被引:6
作者
Xu, Minze [1 ]
Cui, Chunyi [1 ,3 ]
Xu, Chengshun [2 ]
Zhang, Peng [1 ]
Zhao, Jingtong [1 ]
机构
[1] Dalian Maritime Univ, Dept Civil Engn, Dalian, Peoples R China
[2] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
[3] Dalian Maritime Univ, Dept Civil Engn, Dalian 116026, Liaoning, Peoples R China
基金
中国国家自然科学基金;
关键词
Subway station structure; aleatory uncertainty; epistemic uncertainty; uncertainty propagation; seismic risk; Monte Carlo simulation; UNDERGROUND STRUCTURES; MOUNTAIN TUNNELS; DAIKAI SUBWAY; DAMAGE; QUANTIFICATION; PERFORMANCE; VALIDATION; FRAMEWORK; FRAGILITY; COLLAPSE;
D O I
10.1080/13632469.2023.2240452
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To consider the influence of epistemic uncertainties in both seismic hazard and numerical simulation on seismic risk of subway station structures, the uncertainties mentioned above are uniformly characterized as the epistemic uncertainty of seismic demand of subway station structures from the perspective of uncertainty propagation in this paper. On this basis, the analytical formulations of seismic risk considering simultaneous aleatory and epistemic uncertainties are derived. The validity of the derived analytical formulations is verified by the Monte Carlo simulation and the influences of epistemic uncertainty on the seismic risk of subway station structure are further discussed.
引用
收藏
页码:1474 / 1494
页数:21
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